PublisherCentre Internacional de Mètodes Numèrics en Enginyeria (CIMNE)
Rights accessOpen Access
Several types of foundation
in tension for structural membranes with different
materials, geometries, manufactures, installation
s, efficiencies and depths were studied. As a
result, a better understanding of the uplift behavi
our and mode of failure have been acquired.
Therefore, the pull-out capacity of anchors ca
n be estimated confidently encompassing the
complex relationship between various modes of failure, anchor geometry and soil properties.
CitationLlorens, J. Tension anchors for structural membranes. A: International Conference on Textile Composites and Inflatable Structures.. "VI International Conference on Textile Composites and Inflatable Structures STRUCTURAL MEMBRANES 2013". Munich: Centre Internacional de Mètodes Numèrics en Enginyeria (CIMNE), 2013, p. 278-289.
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